Drawings.pdf
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- Attached to
- Tailrace Crane for RS Kerr Dam Federal contract opportunity
- Solicitation number
- W912BV18R0034
About this file
Tailrace Crane and Location Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Spec_Amendment.pdf | ||
| W912BV18R0034_P00003.pdf | ||
| Reference_Drawings.pdf | ||
| W912BV18Q0034P00002.pdf | ||
| W912BV18R0034P00001.pdf | ||
| Attachment_3,_Drawings,_Tailrace_Crane.pdf | ||
| AMRDEC_Instructions.pdf | ||
| RSKerr_Tailrace_Crane_Specs_7-2-18.pdf | ||
| AMRDEC_Instructions.pdf | ||
| Attachment_4,_Additional_Drawings,_Tailrace_Crane.pdf | ||
| CSS_Tailrace_Crane.pdf |
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N A
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STIGLER, OKLAHOMA
POWERHOUSE
US ARMY CORPS
OF ENGINEERS
TULSA DISTRICT
FY: 2017
DRAFT TUBE CRANE REPLACEMENT
ROBERT S. KERR LOCK & DAM
S
IG
N E
D B
Y
D A
T E
54321
D
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B
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PROJECT LOCATION
R K
P .0
G -0
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NCONTRACT NO.:
IFB NO.: AERIAL PHOTOGRAPH
PROJECT LOCATION
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IDENTIFICATION
SHEET
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R of Engineers
US Army Corps
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:51:58 AM
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REFERENCE DRAWINGS
CONTRACT DRAWINGS
SHEET NO. DRAWING NO. TITLE
DRAWING NO. TITLE
U .S
A R
M Y C
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P S O
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IN
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P O
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G-002
H D
C M
G T
F L
A U
B A
C H
IN
D
E X O
F D
R A
W
IN
G S
GENERAL
G-403
G-402
G-401
G-002
G-001
DRAFT TUBE CRANE GENERAL DRAWING
HIGH VOLTAGE TRANSMISSION LINES PROFILE
POWERHOUSE PLAN - EL 456.0
INDEX OF DRAWINGS
PROJECT LOCATION AND VICINITY MAPSRKP-1.001-0/1
RKP-1.001-0/2
RKP-1.001-0/3
RKP-1.001-0/4
RKP-1.001-0/5
ELECTRICAL
E-601
E-502
E-501
ONE LINE DIAGRAM
OPERATOR REMOTE CONTROL LAYOUT
OPERATOR CONTROL CONSOLE LAYOUT
R K
P .0
G -0
X X
X .d g n
RKP-1.001-6-9-A21/1
RKP-1.001-6-9-A40/2
RKP-1.001-6-9-A40/1
T A
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R A
C E C
R A
N E R
E P
L A
C E
M E
N T
NAME PLATE C128-16
MAIN HOIST DRUM C123-3
GEAR CASE C122-3
BRIDGE TRUCK 114-6
CONDUCTOR SHIELD B131-16
RAIL CLAMP B128-16
HOOK A & B B112-8
LINE SHAFT GUARD B109-6
GEAR GUARD 108-6
COLLECTOR POLE AND CONDUCTORS 100-13
CONDUIT ARRANGEMENT 1041-15C
INTERCONNECTION AND PANEL DIAGRAM 1041-15A
SCHEMATIC WIRING DIAGRAM 1041-15
BUMPER ASSEMBLY 1041-11
MACHINERY HOUSING 1041-9C
GANTRY LEGS AND LADDER 1041-9B
MACHINERY DECK 1041-9A
LIFTING BEAM 1041-8
UPPER SHEAVE ASSEMBLY 1041-7
GANTRY DRIVE ASSEMBLY 1041-6
MAIN HOIST ASSEMBLY 1041-3
MACHINERY DECK GENERAL DRAWING 1041-2
DRAFT TUBE GENERAL DRAWING 1041-1
MAIN GROUNDING SYSTEM MAIN NETWORK DETAILS AND SECTIONS 72/46
COMPLETION OF POWERPLANT MAIN GROUNDING SYSTEM GENERAL GROUNDING SCHEME 72/43.2
HIGH VOLTAGE SYSTEM POWERHOUSE TRANSMISSION LINES PLAN AND PROFILE 72/36.1
MISCELLANEOUS METALS SHEET 3 41/3.3
MISCELLANEOUS METALS SHEET 2 41/2.2
MISCELLANEOUS METALS SHEET 1 41/1.3
REINFORCEMENT TRANSFORMER DECK EL. 456.0 SHEET 6 24/97
REINFORCEMENT TRANSFORMER DECK EL. 456.0 SHEET 5 24/96.1
REINFORCEMENT TRANSFORMER DECK EL. 456.0 SHEET 4 24/95
REINFORCEMENT TRANSFORMER DECK EL. 456.0 SHEET 3 24/94
REINFORCEMENT TRANSFORMER DECK EL. 456.0 SHEET 2 24/93
REINFORCEMENT TRANSFORMER DECK EL. 456.0 SHEET 1 24/92
ERECTION FLOOR EL. 456.0 SHEET 2 24/55
CONCRETE TRANSFORMER DECK EL. 456.0 SHEET 4 24/43
CONCRETE TRANSFORMER DECK EL. 456.0 SHEET 2 24/41.2
CONCRETE TRANSFORMER DECK EL. 456.0 SHEET 1 24/40.3
EXTERIOR ELEVATIONS
EQUIPMENT ARRANGEMENT LONGITUDINAL SECTIONS
EQUIPMENT ARRANGEMENT TRANSVERSE SECTIONS
EQUIPMENT ARRANGEMENT ROOF PLAN AND INTAKE DECK
EQUIPMENT ARRANGEMENT PLAN EL. 456.0
FIRST STAGE POWERHOUSE MAIN GROUNDING SYSTEM GENERAL GROUNDING SCHEME 272/14.3
CONDUIT, GROUNDING AND LIGHTING SYSTEMS, SERVICE BAY EL. 456.0
C128-16
C123-3
C122-3
C114-6
B131-16
B128-16
B112-8
B-109-6
B-108-6
B-100-13
1041-15C
1041-15A
1041-15
1041-11
1041-9C
1041-9B
1041-9A
1041-8
1041-7
1041-6
1041-3
1041-2
1041-1
187-C20-72/46
187-C20-72/43.2
187-C20-72/36.1
187-C20-41/3.3
187-C20-41/2.2
187-C20-41/1.3
187-C20-24/97
187-C20-24/96.1
187-C20-24/95
187-C20-24/94
187-C20-24/93
187-C20-24/92
187-C20-24/55
187-C20-24/43
187-C20-24/41.2
187-C20-24/40.3
187-C20-20/1
187-C20-5/6.3
187-C20-5/5.1
187-C20-5/4.3
187-C20-5/3.1
187-C10-272/14.3
187-C10-272/12.2
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IDENTIFICATION
SHEET
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R of Engineers
US Army Corps
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:05 AM
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TULSA DISTRICT
P O
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A R
K A
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A S R
IV
G-401
H D
C M
G T
F L
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B A
C H
E L
.0
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65'-0" 4 UNITS @ 87'-0" = 348'-0"
LEDGE
HATCH
PEDESTAL
ERECTION
ROTOR
GATES
BUILDING
ENTRANCE
RAILS
TRANSFORMERRAILS
TRANSFORMER
TRANSFORMER TRANSFORMER
CRANE
GANTRY
TRANSFORMER DECK
GATE ACCESS (TYP)
DRAFT TUBE
EL 458.0 (TYP)
TOP OF PARAPET
> UNITS
> UNIT 4> UNIT 3> UNIT 2> UNIT 1
EL 461.08
BUILDING
EQUIPMENT
VENTILATING
RAILS
TRANSFORMER
RAIL
CRANE
CRANE RAIL
TRANSFORMER AND
C O
N T
R A
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N J
O
IN
T
T Y
P
REFERENCE DRAWINGS:
DRAWING NO. TITLE
187-C20-5/3.1 EQUIPMENT ARRANGEMENT PLAN EL. 456.0
PEDESTAL
ERECTION
RUNNER
R K
P .0
G -4
X X
X .d g n
SYSTEM - NOT IN USE
EXISTING CONDUCTOR BAR
N
T A
IL
R A
C E C
R A
N E R
E P
L A
C E
M E
N T
SWITCHYARD
PLAN EL 456.0
NOT TO SCALE
B
G-403
A
G-403
C
G-402
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D B
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P L
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C A
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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A T
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54321
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D E
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BORDER VERSION UPDATE [09-2012]
SHEET G-401SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:06 AM
D R
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TULSA DISTRICT
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NOTES:
REFERENCE DRAWINGS:
DRAWING NO. TITLE
187-C20-5/3.1 EQUIPMENT ARRANGEMENT PLAN EL. 456.0
EL 517.5'
EL 532.5'
EL 531.5'
EL 514.5'
M A
X S
A
MAX SAG:
STRUCTURE
SWITCHYARD
EL 456.5'
TOP OF FOOTING
MAX TENSION 4500 LBS
7/16" DIA STEEL SHIELD WIRE
MAX TENSION 5500 LBS
(26 STRANDS ALUMINUM - 7 STRANDS STEEL)
POWERHOUSE LINE 477 MCM ACSR (HAWK)
EL 456.0'
DRAFT TUBE DECK
WALL
POWERHOUSE
K
P .0
G -4
X X
X .d g n
LIFTING BEAM
MIN EL 473.75'
HOOK SADDLE
P O
R T
L A
N D
O R
E G
O N
H Y
D R
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L E
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PER IEEE C2
12'-10" MIN CLEARANCE
SEE NOTE 1 & 2
CRANE MAX EL 488.17'
DRAFT TUBE GANTRY
1. The maximum elevation of the crane is based on the IEEE C2 clearance of the original transmission line heights.
2. Contractor shall perform a survey of the transmission lines.
Survey shall be performed during the summer months, mid-afternoon,while power is being produced; to account for maximum sag in line. Survey shall be performed before design of new gantry starts. Refer to specification 41 01 20.71 26 for for additional details.
C
TRANSMISSION LINES
ELEVATION - POWERHOUSE
NOT TO SCALE
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D B
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P L
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C A
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C O
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R A
C T N
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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54321
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D E
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BORDER VERSION UPDATE [09-2012]
SHEET G-402SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:08 AM
D R
A W
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K A
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M Y C
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P S O
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IN
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U .S
A R
M Y C
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P S O
F E
N G
IN
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T U
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M A
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A D
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T R
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TULSA DISTRICT
P O
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A R
K A
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A S R
IV
G-403
H D
C M
G T
F L
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B A
C H
NOTES:
REFERENCE DRAWINGS:
DRAWING NO. TITLE
N
E R
A L D
R A
W
IN
G
ROOF ACCESS HATCH
LADDER
BOTH DIRECTIONS
RAIL SWEEPS
G A
N T
R Y
ROOF ACCESS HATCH
L
IF
T
22'-0" GATE WIDTH
1041-1
GENERAL DRAWING
30 TON DRAFT TUBE GANTRY CRANE -
R K
P .0
G -4
X X
X .d g n
10'-0"
HOOK CENTER
M
IN
IM
U M
FLOOD LIGHT
2" MIN
FLOW
MAX EL 488.17'
10'-4"
34 1/2" 44 1/4"
CL CL
CLCL
C L
24"
P O
R T
L A
N D
O R
E G
O N
H Y
D R
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C T
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R A
C E C
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R A
C E C
R A
N E R
E P
L A
C E
M E
N T
PLATFORM
OPERATORS
MACHINERY HOUSE
ACCESS LADDER TO
OPERATORS PLATFORM
ACCESS LADDER TO
M A
X
IM
U M O
V E
R A
L L H
E
IG
H T F
R O
M T
O P O
F C
R A
N E R
A
IL
AN OPTIONAL BID ITEM)
(REMOVAL IS COVERED UNDER
CONDUCTOR BAR SYSTEM
AN OPTIONAL BID ITEM)
(REMOVAL IS COVERED UNDER
ALUMINUM SHIELDING
E-501 FOR LAYOUT
REFER TO DRAWING
CONTROL CONSOLE
OPERATOR
SEE NOTES 1 & 2
HANDRAILS
1 1/2"
NOTE 4
NOTE 3
COVERS.
4. DESIGN NEW LIFTING BEAM TO PICKUP DRAFT TUBE SLOT
THE ELEVATION 488.17.
3. THE TOP OF THE WIND SPEED MONITOR SHALL BE AT OR BELOW
2. HANDRAIL INSERTS ARE CURRENTLY INSTALLED.
UNDER A SEPERATE CONTRACT. HANDRAIL IS BY OTHERS.
1. HANDRAILS TO BE INSTALLED AFTER CRANE INSTALLATION
PLATFORM
PLAN - OPERATORS
NOT TO SCALE
B
TAILRACE GANTRY CRANE
FRONT ELEVATION - 40 TON
NOT TO SCALE
LOOKING DOWNSTREAM
A
TAILRACE GANTRY CRANE
SIDE ELEVATION - 40 TON
NOT TO SCALE
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S U
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D B
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P L
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C A
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C O
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R A
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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D E
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BORDER VERSION UPDATE [09-2012]
SHEET G-403SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:10 AM
D R
A W
N B
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C H
E C
K E
D B
HORN
STORM BRAKES APPLIED
HOIST UP/DOWN
GANTRY NORTH/SOUTH
FLOODLIGHTS
START
CRANE ENERGIZEDEMERGENCY STOP
APPLIED
STORM BRAKE
ENERGIZED
CRANE
STOPFLOOD LIGHTS
ONOFF
NORTH
GANTRY
SOUTH
GANTRY
DOWN
HOIST
UP
HOIST
HORN
START
STOP
STOP
EMERGENCY
SELECTOR SWITCH
REMOTE CONTROL
ONOFF
SELECTOR SWITCH
REMOTE CONTROL
2'-0"
(LIGHT)
E-STOP ACTIVATED
ACTIVATED
E-STOP
U .S
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P S O
F E
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IN
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BE LOCKABLE.
A NEMA 4X ENCLOSURE WITH COVER AND
4. THE OPERATOR CONTROL STATION SHALL HAVE
SPECIFICATIONS.
PERMITTING DEVIATIONS FROM CODE OR FROM THE
THIS DRAWING SHALL NOT BE CONSTRUED AS
DEVICES, WIRING, AND OTHER COMPONENTS FROM
3. DRAWING IS CONCEPTUAL. OMISSION OF PROTECTIVE
AND CONDITIONS.
2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
NOTES:
OPERATOR CONTROL STATION - CONTROLS
(SEE NOTE 4)
S O
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D B
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P L
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C A
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
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BORDER VERSION UPDATE [09-2012]
SHEET E-501SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:12 AM
D R
A W
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OPERATOR RADIO REMOTE CONTROL LAYOUT
NOT TO SCALE
S
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NOTES:
SECTIONS 26 00 00.00 26 AND 41 01 20.73 26.
APPROVAL IN ACCORDANCE WITH SPECIFICATION
3. CONTRACTOR SHALL DESIGN AND SUBMIT FOR
SPECIFICATIONS.
PERMITTING DEVIATIONS FROM CODE OR FROM
FROM THIS DRAWING SHALL NOT BE CONSTRUED AS
2. DRAWING IS CONCEPTUAL. OMISSION OF COMPONENTS
1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
S O
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P L
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C A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
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N F
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BORDER VERSION UPDATE [09-2012]
SHEET 502SHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:14 AM
D R
A W
N B
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C H
E C
K E
D B
HP
HP
CIRCUITS
CONTROL
HP
CONTROLLER
GANTRY
CONTROLLER
HOIST
CONTROLLER
BRAKE
B
CONTROLLER
BRAKE
(CIRCUIT BREAKER)
MAINLINE DISCONNECT
CIRCUIT
RECEPTACLE
PANEL
CONTROL
CIRCUIT
RECEPTACLE
HOUSE
MACHINERY
CIRCUIT
LIGHTING
HOUSE
MACHINERY
CIRCUIT
LIGHTING
STATION
CONTROL
OPERATOR
CIRCUIT
LIGHTING
WALKWAY
CIRCUIT
RECEPTACLE
HOUSE
MACHINERY
U .S
A R
M Y C
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P S O
F E
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IN
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IV
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P -1 .0
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K A
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P .0
E -6
X X
X .d g n
CIRCUIT
RECEPTACLE
STATION
CONTROL
OPERATOR
CIRCUIT
RECEPTACLE
LEVEL
DECK
NOTES:
CIRCUITS MAY BE LOCATED IN CONTROL ENCLOSURES.
WITH CODE, CIRCUIT BREAKERS FOR MOTION CONTROL
7. PER CONTRACTOR DESIGN, AND IN ACCORDANCE
SYSTEMS IN ACCORDANCE WITH SPECIFICATIONS.
APPROVAL COMPLETE POWER, LIGHTING, AND CONTROL
6. CONTRACTOR SHALL DESIGN AND SUBMIT FOR
THE SPECIFICATION.
BREAKERS AND CIRCUITS ARE REQUIRED TO MEET
5. BREAKER/CIRCUIT QUANTITY IS CONCEPTUAL. MORE
SPECIFICATIONS.
PERMITTING DEVIATIONS FROM CODE OR FROM THE
THIS DRAWING SHALL NOT BE CONSTRUED AS
DEVICES, WIRING, AND OTHER COMPONENTS FROM
4. DRAWING IS CONCEPTUAL. OMISSION OF PROTECTIVE
CONTRACTOR'S DESIGN.
3. HP RATINGS FOR MOTORS MAY DIFFER BASED ON
AND CONDITIONS.
2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
(CIRCUIT BREAKER)
DISCONNECT
UTILITY
RECEPTACLEREEL
CABLE
BB
XFMR
CONTROL
480-120V
XFMR
UTILITY
208/120V
480-
CIRCUIT
HEATER
BRAKE
CIRCUIT
HEATER
MOTOR
ALARMS
AND AUDIBLE
INDICATIONS SPARE SPARE
GANTRY HOIST
CONTACTOR
MAINLINE
(SEE NOTE 7)
PANELBOARD
480VAC
120/208VAC PANELBOARD
480VAC PANELBOARD
(TAILRACE DECK)
SWITCH
DISCONNECT
MANUAL
EL. 312'
TO MCC-8P
SPARE
BRAKES
STORM
GANTRY
CIRCUIT
LIGHTING
FLOOD
CIRCUIT
LIGHTING
FLOOD
OUTLET
WELDING
HOUSE
MACHINERY
OUTLET
WELDING
GANTRY LEG
LANDSIDE
S O
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N E
D B
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D E
S C
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N M
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D A
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
Standard_SheetSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/15/2017 8:52:15 AM
D R
A W
N B
Y
C H
E C
K E
D B
| RKP1.001_G-001XXX |
| RKP1.001_G-002XXX |
| RKP1.001_G-401XXX |
| RKP1.001_G-402XXX |
| RKP1.001_G-403XXX |
| RKP1.001_E-501XXX |
| RKP1.001_E-502XXX |
| RKP1.001_E-601XXX |
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